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Why haven't you considered fixed end moments while calculating reactions?
Exactly He hadn't considered fixed end moments
Excellent sir 👌
Why is Ra and Rb different in BM and SF calculations , it should be same right?
Thanks you sir
while calculating FEM why you take left side as negative? anticlockwise
Sir how can i find out column moments while design column biaxial or uni axial
Net moment at A =0 ...why??....support fixed h too net moment at A zero nhi hoota h
Because they are fixed at ends . For fixed i will be 0
I think mistake in the formula,
Wrong Bata diya support reaction nikalte samay fixed end moment kyo nahi add kiya
Where is bending moment diagram?
Sir Ra value 280-133.3=146.7 sir
Dont follow this, its wrong
I don't understand clearty
Hi used formlas , you can find it here "www.slideshare.net/sanjibkrjana/awc-da6beam-formulas" , or i can send you by email, there are formlas for fixed moments for every case.Use page 15 "figure 25" to understand what hi is doing
wrong it should be -142.2kn-m sagging and hogging use it
Pada tho sahi rehe Hai Na calculation tho mistake ho hi jati Hai baki pada tho sahi rehe kya
@@hansrajchouhan1460 concept to sahi bta rhe hai
@@rishabh3127 concept tho Sahi Hai but diploma Mai the method kaam Mai Nahi Lete kyu Ki syllabus Mai dusra method hai
Sir tos subject in diploma mai yhe mathod apply kar saktte Hai kya
@Danishta Hameed hota Hai dear Mai kar raha hu na
@Danishta Hameed Pele Nahi Tha but abb Hai dear Pele semester wis the abb year wis hai
Sir Hindi me same question solve kar dejeye
not so useful
Why haven't you considered fixed end moments while calculating reactions?
Exactly
He hadn't considered fixed end moments
Excellent sir 👌
Why is Ra and Rb different in BM and SF calculations , it should be same right?
Thanks you sir
while calculating FEM why you take left side as negative? anticlockwise
Sir how can i find out column moments while design column biaxial or uni axial
Net moment at A =0 ...why??....
support fixed h too net moment at A zero nhi hoota h
Because they are fixed at ends . For fixed i will be 0
I think mistake in the formula,
Wrong Bata diya support reaction nikalte samay fixed end moment kyo nahi add kiya
Where is bending moment diagram?
Sir Ra value 280-133.3=146.7 sir
Dont follow this, its wrong
I don't understand clearty
Hi used formlas , you can find it here "www.slideshare.net/sanjibkrjana/awc-da6beam-formulas" , or i can send you by email, there are formlas for fixed moments for every case.Use page 15 "figure 25" to understand what hi is doing
wrong it should be -142.2kn-m sagging and hogging use it
Pada tho sahi rehe Hai Na calculation tho mistake ho hi jati Hai baki pada tho sahi rehe kya
@@hansrajchouhan1460 concept to sahi bta rhe hai
@@rishabh3127 concept tho Sahi Hai but diploma Mai the method kaam Mai Nahi Lete kyu Ki syllabus Mai dusra method hai
Sir tos subject in diploma mai yhe mathod apply kar saktte Hai kya
@Danishta Hameed hota Hai dear Mai kar raha hu na
@Danishta Hameed Pele Nahi Tha but abb Hai dear Pele semester wis the abb year wis hai
Sir Hindi me same question solve kar dejeye
not so useful